| 1708604688000 | 0 | None | None | Water supply/sewage lines | Construction of OHT at KANDEGALAVillage in at Saraguru Taluk | 1688754.53 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2764546 | 88121 | None | code01 | Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. In all kinds of soils. Depth upto 1.50m | Cum | 371.0 | 371.0 | 135.0 | False | None | None | False | None | False | 50085.0 | 0 | | 2764547 | 88121 | None | code02 | Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc.Note: Upto 110mm dia Coil shall be used.For Grade PE100 PN6.0, 75 mm dia HDPE pipes 6 kg /Sq.cm | Rmtr | 206.7 | 206.7 | 200.0 | False | None | None | False | None | False | 41340.0 | 0 | | 2764548 | 88121 | None | code03 | Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc.Note: Upto 110mm dia Coil shall be used.For Grade PE100 PN6.0 63 mm dia HDPE pipes 6 kg /Sq.cm | Rmtr | 163.8 | 163.8 | 200.0 | False | None | None | False | None | False | 32760.0 | 0 | | 2764549 | 88121 | None | code04 | 63 MM ELECTRO FUSION TEE | No | 210.0 | 210.0 | 2.0 | False | None | None | False | None | False | 420.0 | 0 | | 2764550 | 88121 | None | code05 | 63 MM ELECTRO FUSION ELBOW | No | 211.0 | 211.0 | 2.0 | False | None | None | False | None | False | 422.0 | 0 | | 2764551 | 88121 | None | code06 | Earth work excavation for FOUNDATION by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work | Cum | 419.0 | 419.0 | 50.04 | False | None | None | False | None | False | 20966.76 | 0 | | 2764552 | 88121 | None | code07 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, plywood / steel formwork, cost of all materials of quality, labour, Usage charges of machineries, curing and all the other appurtenances required to complete the work as per technical specifications. ( The cost of steel reinforcement shall be paid separately). | Cum | 6421.62 | 6421.62 | 3.81 | False | None | None | False | None | False | 24466.3722 | 0 | | 2764553 | 88121 | None | code08 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes , labour, strutting, plywood / steel form work , Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately) (Minimum cement content: 340 kgs (6.80 bags)). | Cum | 10857.0 | 10857.0 | 5.557 | False | None | None | False | None | False | 60332.349 | 0 | | 2764554 | 88121 | None | code09 | Providing and laying in position Reinforced cement concrete for columns, braces and ring beam above ground level. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 1:3, 12 mm thick, labour,centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)). | Cum | 15662.23 | 15662.23 | 8.49 | False | None | None | False | None | False | 132972.3327 | 0 | | 2764555 | 88121 | None | code10 | Providing and laying in position Reinforced cement concrete for shell portion, bottom dome / slab and ribs over the staging. The granite/trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 1:3, 12 mm thick and CM plastering 1:3 proportion 20mm thick for inside with an admixture of water proof compound of requisite proportion of approved quality, labour,centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications.(Contractor will make his own arrangements for procuring water for testing). (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)). | Cum | 23551.07 | 23551.07 | 9.34 | False | None | None | False | None | False | 219966.9938 | 0 | | 2764556 | 88121 | None | code11 | Providing and laying in position Reinforced cement concrete for side walls of water tank over the staging above the ground level. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 1:3, 12 mm thick and CM plastering 1:3 proportion 20mm thick for inside with an admixture of water proof compound of requisite proportion of approved quality, labour,centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications.(Contractor will make his own arrangements for procuring water for testing). (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)). | Cum | 24815.32 | 24815.32 | 8.54 | False | None | None | False | None | False | 211922.8328 | 0 | | 2764557 | 88121 | None | code12 | Providing and laying in position Reinforced cement concrete for top dome of water tank over the staging above the ground level. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing in cement mortar 1:3, 12 mm thick for both inside and outside surface, labour,centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)) | Cum | 24019.38 | 24019.38 | 1.882 | False | None | None | False | None | False | 45204.47316 | 0 | | 2764558 | 88121 | None | code13 | Supply Steel Fe 550 / Fe 550D & Labour charges for fabricating mild steel or torsteel bars of all sizes for reinforcement for RCC works including conveying steel to work spot with all lead including cleaning, straightening, bending, fabricating, placing in position and tieing as per design including cost of binding wire, hoisting etc. with all lifts etc. complete (excluding the cost of steel) for: | Tonne | 73421.41 | 73421.41 | 4.86 | False | None | None | False | None | False | 356828.0526 | 0 | | 2764559 | 88121 | None | code14 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. | Sqm | 1061.0 | 1061.0 | 14.4 | False | None | None | False | None | False | 15278.4 | 0 | | 2764560 | 88121 | None | code15 | Providing and fixing MS ladder between landings, 45 cms wide using angle iron of specified sizes, 20mm MS bars at 25 cms. centre to centre, with necessary supports of same angle iron etc. as directed, including hand railing on both sides with 25mm dia. GI pipes with angle iron props at 2 mtrs. intervals and 0.5M heigh, including fixing in ground with CC 1:2:4 and two coats of anticorrosive bituminous paint etc. with all lead and lifts etc. complete with: | Mtr | 4323.0 | 4323.0 | 13.5 | False | None | None | False | None | False | 58360.5 | 0 | | 2764561 | 88121 | None | code16 | Ladder inside the container: Providing anodized aluminium ladder using 65mm dia x 32mm dia x 3.0mm dia ‘C’ section for ladder side channel x 25mm dia dia., flutal pipe for Rungs at 250mm dia c/c ladder fixed at an angle of 70 degrees to horizontal including necessary 25mm dia., G.I. shutters with necessary G.I. fasteners for bracing the ladders to the Tank walls to prevent buckling of the ladder with necessary (M15) bed for embedding the ladder bottom complete\ | Mtr | 5100.0 | 5100.0 | 3.6 | False | None | None | False | None | False | 18360.0 | 0 | | 2764562 | 88121 | None | code17 | Providing and fixing RCC final and ventilators as per approved design and specifications with form works and protected with wire mesh. The plinth to be of RCC circular pillars and canopy with an ornamental finish at top. The first 22.5 cms height to be covered with RCC panelling as per detailed drawings etc. with all lead and lifts and excluding reinforcement steel. | No | 5750.0 | 5750.0 | 1.0 | False | None | None | False | None | False | 5750.0 | 0 | | 2764563 | 88121 | None | code18 | Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc. | No | 2111.0 | 2111.0 | 1.0 | False | None | None | False | None | False | 2111.0 | 0 | | 2764564 | 88121 | None | code19 | Supplying and fixing DI/CI puddle flanges conforming to IS 7181-1986 with latest ammendments., in position for RCC walls including hoisting and conveying them to work spot with all lead and lifts etc. complete .For DI/CI puddle flanges of 80mm dia. | No | 1526.0 | 1526.0 | 1.0 | False | None | None | False | None | False | 1526.0 | 0 | | 2764565 | 88121 | None | code20 | Supplying and fixing DI/CI puddle flanges conforming to IS 7181-1986 with latest ammendments., in position for RCC walls including hoisting and conveying them to work spot with all lead and lifts etc. complete .For DI/CI puddle flanges of 100mm dia. | No | 1807.0 | 1807.0 | 1.0 | False | None | None | False | None | False | 1807.0 | 0 | | 2764566 | 88121 | None | code21 | Supplying and fixing DI/CI puddle flanges conforming to IS 7181-1986 with latest ammendments., in position for RCC walls including hoisting and conveying them to work spot with all lead and lifts etc. complete For DI/CI puddle flanges of 80mm dia. | No | 1526.0 | 1526.0 | 2.0 | False | None | None | False | None | False | 3052.0 | 0 | | 2764567 | 88121 | None | code22 | Supplying, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DIflanged pipe in position and aligning to correct plumb, including cost of jointing materials, conveying to work spot with all lead and lifts etc.complete.For DI/CI puddle flanges of 80mm dia. | Mtr | 2205.0 | 2205.0 | 13.0 | False | None | None | False | None | False | 28665.0 | 0 | | 2764568 | 88121 | None | code23 | Supplying, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DIflanged pipe in position and aligning to correct plumb, including cost of jointing materials, conveying to work spot with all lead and lifts etc.complete.For DI/CI puddle flanges of 100mm dia. | Mtr | 2929.0 | 2929.0 | 10.0 | False | None | None | False | None | False | 29290.0 | 0 | | 2764569 | 88121 | None | code24 | Supplying, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DIflanged pipe in position and aligning to correct plumb, including cost of jointing materials, conveying to work spot with all lead and lifts etc.complete.For DI/CI puddle flanges of 80mm dia. | Mtr | 2205.0 | 2205.0 | 23.0 | False | None | None | False | None | False | 50715.0 | 0 | | 2764570 | 88121 | None | code25 | upplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS- 1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) For PN-10:For Suilce Valve of PN -10.0 and 80mm | No | 8013.0 | 8013.0 | 2.0 | False | None | None | False | None | False | 16026.0 | 0 | | 2764571 | 88121 | None | code27 | upplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS- 1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) For PN-10:For Suilce Valve of PN - 10.0 and 100mm | No | 8858.0 | 8858.0 | 1.0 | False | None | None | False | None | False | 8858.0 | 0 | | 2764572 | 88121 | None | code28 | Providing 80 mm dia Medium Class 90" Double Flanged Bend Confirming to IS 1538 (PartI to XXII) 1978 with latest amendments if any cost all materials , LabourCharges,etc, Complete80 mm dia | No | 500.0 | 500.0 | 3.0 | False | None | None | False | None | False | 1500.0 | 0 | | 2764573 | 88121 | None | code29 | Providing 80 mm dia Medium Class 90" Double Flanged Bend Confirming to IS 1538 (PartI to XXII) 1978 with latest amendments if any cost all materials , LabourCharges,etc, Complete100 mm dia | No | 600.0 | 600.0 | 1.0 | False | None | None | False | None | False | 600.0 | 0 | | 2764574 | 88121 | None | code30 | Providing 80mm dia CI bank flange confirming to IS 1538 (Part- I to XXII) 1978 with latest ammendments if any cost of all materials, labour charges etc. complete.80 mm dia | No | 200.0 | 200.0 | 4.0 | False | None | None | False | None | False | 800.0 | 0 | | 2764575 | 88121 | None | code31 | Providing 80mm dia CI bank flange confirming to IS 1538 (Part- I to XXII) 1978 with latest ammendments if any cost of all materials, labour charges etc. complete.100 mm dia | No | 250.0 | 250.0 | 2.0 | False | None | None | False | None | False | 500.0 | 0 | | 2764576 | 88121 | None | code32 | Labour charges for fixing puddle flanges in position of RCC including (80mm dia to 200mm dia) | Each | 456.0 | 456.0 | 4.0 | False | None | None | False | None | False | 1824.0 | 0 | | 2764577 | 88121 | None | code33 | Bolts & Nuts | Kg | 71.19 | 71.19 | 50.0 | False | None | None | False | None | False | 3559.5 | 0 | | 2764578 | 88121 | None | code34 | Rubber insertion 3mm thk for 80mm dia. Pipes | No | 8.0 | 8.0 | 42.0 | False | None | None | False | None | False | 336.0 | 0 | | 2764579 | 88121 | None | code35 | Providing plastering in CM 1:3 proportion for RCC over head tanks, including smooth finishing, minimum 2% of approved quality water proofing compound, curing, scaffolding and giving satisfactory water proof testing as per direction etc. complete with all lead lifts etc. for side walls, shell portions, bottom doom, bottom slab and ribs etc. for: | Sqm | 299.0 | 299.0 | 258.78 | False | None | None | False | None | False | 77375.22 | 0 | | 2764580 | 88121 | None | code36 | Providing two coats of water proof cement painting with approved colour and shade over one coat of primer including scrapping the surface with wire brushes etc. before removal of scaffolding for new RCC over head tanks and cleaning of paint stains wherever necessary with all lead and lifts etc. complete for: | Sqm | 153.0 | 153.0 | 258.78 | False | None | None | False | None | False | 39593.34 | 0 | | 2764581 | 88121 | None | code37 | Supplying and fixing 40mm dia. GI pipe medium duty pipes hand railing 3 rows fixed to RCC 1:2:4 vibrated post of 150x150mm at bottom and 100x150mm at top, placed at 2 Mtrs. intervals for a height of 750mm including curing, painting GI pipes with two coats of anticorrosive steel paint over a primer coat etc. with all lead lift etc. (The rate per meter is for 3 rows of GI pipes and RCC post) | Mtr | 1098.0 | 1098.0 | 20.423 | False | None | None | False | None | False | 22424.454 | 0 | | 2764582 | 88121 | None | code38 | Supplying and fixing lightening arrestor with aluminium strip 25mm x 3mm size including finial and grounding, aluminium strip to be embeded in one of the columns in and independent GI conduit of 40mm dia. pipe suitably jointed by collars with all specials with all lead and lifts etc. complete for: | No | 8606.0 | 8606.0 | 1.0 | False | None | None | False | None | False | 8606.0 | 0 | | 2764583 | 88121 | None | code39 | Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | cm | 3.0 | 3.0 | 1200.0 | False | None | None | False | None | False | 3600.0 | 0 | | 2764584 | 88121 | None | code40 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work | Cum | 73.0 | 73.0 | 2.26 | False | None | None | False | None | False | 164.98 | 0 | | 2764585 | 88121 | None | code41 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, plywood / steel formwork, cost of all materials of quality, labour, Usage charges of machineries, curing and all the other appurtenances required to complete the work as per technical specifications. ( The cost of steel reinforcement shall be paid separately). | Cum | 5580.52 | 5580.52 | 0.32 | False | None | None | False | None | False | 1785.7664 | 0 | | 2764586 | 88121 | None | code42 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) | Cum | 6147.04 | 6147.04 | 0.51 | False | None | None | False | None | False | 3134.9904 | 0 | | 2764587 | 88121 | None | code43 | Supply Steel Fe 550 / Fe 550D & Labour charges for fabricating Mild Steel or TMT Steel bars of all sizes for reinforcement for RCC works, including conveying steel to work spot with all lead, cleaning, straightening, cutting, bending, fabricating, placing in position, tieing as per design, cover blocks, binding wire, hoisting to different levels etc. complete but excluding the cost of MS or TMT bars.(Laps and wastages should not be measured) | Tonne | 71906.41 | 71906.41 | 0.03 | False | None | None | False | None | False | 2157.1923 | 0 | | 2764588 | 88121 | None | code44 | Providing and fixing M.S. Gate as per Chief Architect Drawing, using 50mm dia x 50mm dia 14 guage M.S. hollow pipe frame work bent to ornamental shape as shown in the drawing and 35mm dia x 6mm dia and 16 x 16mm dia Square rods for verticals alternatively spaced at 4cms c/c in two halves and 40mm diax6mm dia M.S. flats for horizontal member and at the top cast iron spikes are provided at alternate vertical members asshown in the drawing etc., complete. All the steel surface should be thoroughly cleaned free of rust and painted with anti corrosive paint (shop paint) etc., complete. The work includes cost of all materials, labour charges for all items of work, hire charges for welding, cutting and grinding equipment, and electricity charges, with lead and lift, loading and unloading charges, etc., complete as per specifiocation | Sqm | 3012.0 | 3012.0 | 2.25 | False | None | None | False | None | False | 6777.0 | 0 | | 2764589 | 88121 | None | code45 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, plywood / steel formwork, cost of all materials of quality, labour, Usage charges of machineries, curing and all the other appurtenances required to complete the work as per technical specifications. ( The cost of steel reinforcement shall be paid separately). | Cum | 5580.52 | 5580.52 | 2.88 | False | None | None | False | None | False | 16071.8976 | 0 | | 2764590 | 88121 | None | code46 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) | Cum | 6147.04 | 6147.04 | 4.85 | False | None | None | False | None | False | 29813.144 | 0 | | 2764591 | 88121 | None | code47 | Providing and fixing GI chain link fabrick fencing of required width in mesh size 50x50mm including strenthening with 2mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge (made of G I wire of dia 4mm, Pvc coated to achive outer dia less than 5mm in requied colour and shade) schedule of rate P.W.D 2021-22 (Item No. Volume2-11.59) | Sqm | 715.0 | 715.0 | 36.0 | False | None | None | False | None | False | 25740.0 | 0 | | 2764592 | 88121 | None | code48 | Providing and fixing steel work in built up tubular (round, square or rectangular hollow tubes etc,) trusses etc., including cutting, hoisting fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washer etc. complete hot finished welded type tubes including cost of materials labours, usage charges of machinary complete as per specification and as per direction of the Engineer-in-charge. Schedule of rate P.W.D 2021-22 (Item No. Volume2:11.16.1) | Kg | 109.0 | 109.0 | 45.0 | False | None | None | False | None | False | 4905.0 | 0 |
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